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PMT15-02039 City of Menifee Permit No.: PMT15-02039 29714 HAUN RD. Type: Residential Addition MENIFEE, CA 92586 w`` , MENIFEE Date Issued: 08/19/2015 PERMIT Site Address: 28358 FOX RIDGE CV, MENIFEE, CA Parcel Number: 333-571-021 92585 Construction Cost: $1,800.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of REPLACE EXISTING 6'WOOD FENCE W/72 L FT BLOCK WALL, 1-24"PILASTER Work: Owner Contractor ADAM SHELTON 28358 FOX RIDGE CV MENIFEE, CA 92585 Applicant License Number: ADAM SHELTON 28358 FOX RIDGE CV MENIFEE, CA 92585 Phone: 9512046160 Fee Description Qtvt r Amount I$1 U s U. Wall/Fence, non-standard 1 133.00 GREEN FEE 1 1.00 $236.19 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated, a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA Bldg_Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ©-ryas owner of the property an exclusively contracting with licensed Chapter 9 (commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class License No. who builds or improves thereon, and who contracts for the projects with a Expires Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensure under the Contractors'Slate License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this 'improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contra tgrs. I understand that a copy of the applicable law, Section 7044 of the Busin s ai El have and will maintain workers' compensation insurance, as required by is )d Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this subA�bd the following Web site:hltg;llwww.led�* ..vlcapermit is issued.My workers'compensation insurance carrier and policy number are: Pyer or Authorized Agent Date Carrier / Expires Policy# ❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and slate laws relating to building construction. I qu 9rize representatives of this city or county to enter the above- El I certify that in the performance of the work for which this permit is issued,I identified prop for the inspection purposes. shall not employ any persons in any manner so as to become subject to the (\ workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor �Pr; erty wner or Authorized Agent Date Code,I shall forthwith comply with those provisions. City Business License# Date; Applicant; WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DYES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL? or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or DYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST, I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than ($500).) HOD RDOUCS IONMAT 25505RIALf}25533,AND 25534 CONCERNING El I, as owner of the property, or my employees with wages as their sole compensation,will do ( )all of or( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). BUILDING & SAFETY PERMIT/.PERMIT/PLAN CHECK APPLICATION Menifee DATE 07/13/2015 PERMIT/PLAN CHECK NUMBER TYPE: ❑COMMERCIAL ❑✓ RESIDENTIAL [-]MULTI-FAMILY ❑MOBILEHOME ❑POOL/SPA ❑SIGN SUBTYPE: ❑ADDITION [Z]ALTERATION ❑DEMOLITION ❑ELECTRICAL ❑MECHANICAL ❑NEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK Replace existing 6'wood fence with 72LF of 6'8"CMU wall,and lend pilaster 6'8"Tall PROJECTADDRESS 28358 Fox Ridge Cove%28344 Fox Ridge Cove,Menifee, CA 92585 ASSESSOR'S PARCEL NUMBER �":j A5711'0.0I LOT 66 TRACT 34180-3 OWNER NAME Adam Shelton ADDRESS 28358 Fox Ridge Cove,Menifee, CA 92585 PHONE (951)204-6160 EMAIL shelton042212@hotmaii.com APPLICANT NAME Adam Shelton ADDRESS 28358 Fox Ridge Cove,Menifee,CA 92585 PHONE (951)204-6160 EMAIL sholton042212@hotmail.com CONTRACFOR'SNAME OWNERBUILDER? ❑DYES❑NO BUSINESS NAME ADDRESS PHONE EMAIL CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION VALUATION$ $ 1,800.00 SO FT 480 L SO FT 72 APPLICANT'S SIGNATURE DATE CITY STAFF USE ONLY DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP INVOICE PAID AMOUNT AMOUNT OCASH "CHECK# C}CREDITCARD VISA/MC PLAN CHECK FEES PAID AMOUNT "CASH 'CHECK# OCREDITCARD VISA/MC OWNER BUILDER VERIFIED `:`YES '% NO DLNUMBER NOTARIZED LETTER YES `.' NO City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-5213 City of Menifee Building Department 29714 Haun Rd. Menifee, CA 92586 To Whom It May Concern; Both my neighbors, and I wish to proceed with building a new CMU wall between our lots. Please take this letter as confirmation of both parties in agreement Sincerely, � _ Dater_ _di_2o I j AAamShelton 28358 Fox Ridge Cove, Menifee, CA 92585 '- _ _cam _ Date: B7 I'� e2o/5 Greg Jarman 28344 Fox Ridge Cove, Menifee, CA 92585 Date: 076;;; 77' 28355 Serenity Falls Way, Menifee, CA 92585 ORCO STANDARD 6' TO 8' CMU SITE WALLS E -OPTIONAL RAT CAP DESIGN CY7f7ERIA:PER THE 2013 CBC 1.ALLOWABLE SOIL BEARING PRESSURE-15M PSF 2.ALLOWABLE LATERAL PASSIVE PRESSURE=150 PC 3.GROUT57RENGTH=20M PS/@ 28 DAYS. 4.REWFORCINGSTEEL:GRADE60. 11500 PSI X45ONRYCOMPRE£SIONSTRENGTH-NO SPOL INSPECTION 6816,6616,OR 661a aw GROUTED ONLY@ VERT NOT., STEEL. 1.C0NOZE7EBLOCXSH4LL.CONFORM TO ATM C 90.WEDGELOIX BLOCK SYUMPBLOCCANDSPLIlFACEBLOIXAREACaPTABLE. w r DROP-BV BAR Z CONCtETEFOR F0077NGSHALL BE PART CEMENT TO2-112 PAR TSSAND TO 3-412 PARTS GRAVEL WIMA MAXIMUM OFI-12 C GALLONS OF WATER➢ER SAIX CLB4ENTSHALI.CONFORM 70ASIMC 150 TYPFff/V.k 2500 PST=2500 PST 2 REINFORCEMENT @ 14"0/C 3.REINFORCING S7FOL SHALL BE DEFORMED AND CONFORM 70 K (3 PLACES-4 PLALFLFOR 7A57MA 615 GRADE60.PROVIDE 4854R DIAMETER LAP. F O'WALLS)&OCX 557D. 4.REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN W IRM SLUMP BCO[7C WHICfITLSLOGI7ID. K NOTE PROVIDE d9 COWEL B d4 OROPIN ti4RATlAOI S.CONCRETE BLOCCSHALL BE/AYED B✓ARUNNTNG BOND SIDEOFCOMROLJOLNM PATTERN WITH VERTICAL CONI71VUITYOF THE MI V UNO. A ENDSOFWALLSAW O WALL O HEIGHTCHANGE5 6.ALL BLOOCCELLS CONTAINING VERTICAL RERAR SHALL BESOLID 'p° GROUTED. 7.USE TYPESMORTAR PROPORTIONED USINGA57M C270 PART A p OC DOWEL 0 CENTER OF CEMENT TO 12 PART LIME TO+112 PAR IS DAMP,LOOSE SAND. b C4U. B.GROUT FOR ARTS AND(GROUT ASCON 476 TO BE]PART A (FA11T7T03PAR755AND(GROUTMAYCDNTAIN2 PARTS 3/a' PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT 70 ALLOW GOOD GROUT FLOW), W47ER SHALL BEADDED TO PRODUCE GOOD GROUT FLOW WIT7KIUT SEGREG477ON OF THE CONSITUEN7S — SETBA SEE CHART 9.BLOCK ECONC ETEISP PLASTMAYBE IC WET-SET KSTE INTO BE PLACED WHILE THE LONLRE7E75 PLASTIC BLOC7C57EM MAY BEPIACED 7D v ELTHER EDGE OF THE TRENCH TYPE F0077NG —III— 10.FOOTING MUST BE POURED ON OR INTO UNDISTURBED 2 NATURAL SOIL OR ON COMPACTED FILL WIN MINIMUM �f_6 MAX. COMPACTION OF90%. ho 1 II.FIRLTBVSPECIYONTOBEAF7ERFOXINGTRENLHESAR pE 5P ti g RFADYFOR CONCREIFANDALC REQlIIREDS7EEI, ITFD K K� SECONDINSPECRON TOSEWHEN7HEREQUIRED VERTIC�IN gpg PLACEAND THEBLOCC WALL I5RE4DY TO GROUT. O r� 0 12.MAXIMUMCaVM0L70Bl75PAC7NG.40'0/C 20'0/CFOR �1� p, ,C4 HORZ.CONT. WALLS TO BEMORTAR WASHED OR STUCCO COATED. v Ll " MIN. FOOTING DEPTH FOR 5'TO DAYLIGHT ��1 5'70 DAYLIGHT _ WALL @ WALL @ wA1L SLOPE RIP 1 FT.SEiHAIX 2T'T SFTBAIX e� ,y I. 8" I, 2 T01 r-6" z {` P CANT 3701 2•v^ — SEE CHART FOR REQUIRED REBAR N07F USE D'PROM CHARTN&T PAGE IFDEEPER AND F007TNG DIMENSIONS, a °Ny Qp a� ° 5) tevaUoo 00 t! L u m A C3125 EMr. 12-31-2016 lF OF CAL\e°P CHART FOR 6' TO 8'SITE WALL W/ TRENCH FOOTING WIND MAX. D DESIGN WALL TRENCH FOOTING DOWEL 'Y' BAR SPEED HEIGHT FOOTING DEPTH c� 6'-0' *40 48" O/C D+2'-0' #4 ® 48' O/C LL1 c/) U M p 0_ #4@ 40" O/C ID+2'-0" #4 0 40" O/C Z W 6'-8" 2'-2' � p = W Ed T-4, 2,-3" #48 32' 0/C D+2'-0° *4 07 32" O/C N L _mcn #4® 24' O/C D+2'-0' *4 ® 24' O/C 8'-0' 2'-6° NOTE.'FOR 18"LONG BLOCK USE 9"INCREMENT REBAR SPACING THAT IS C105ER TOGETHER THAN THE 16"LONG BLOCK SPACING.FOR EXAMPLE: 48"O/CSPACING FOR 16"LONG BLOCKREVERTS TO 45"O/C FOR 18"LONG BLOCK,40"FOR 16"BLOCK GOES TO 36"0/C FOR 18"BLOCK-ETc #4WWE2@U4 MD£OF px"O0`oe+uuwaa+anc BLKK-0I?W/pq ORORM fl9,P EPAR N M%L�.p PY AS ppRF .W.4blVAf ) v p B?8'9LOG1-0(/F p p , v a G11 v. .p'•v p CONF.FWTING J' ON[Om/Nix9LIIEW MR SfOEYARD RENRN WALLS SM DAIINAG£SWVSWALGU E/Z6 M ,unwu mam #4MWRANO#40RCL RARE PROWOE #4DOWELANDEOROD N-ON EACH SIDE OFTH£I/1 BI1XX DAMN-AS srroM FOOTING STEP DETAIL OFESSL - .` 4D�e°���";` '� be nsttuedtobeap y £o sionsofthefedera I� cl; antes t� Ev. 12.1- DI * �n, * TF OF cA001� 6'-8" TO 8`--8" HIGH ORCO 24" SQm PILASTER FOR 85 & 95 MPH EXPOSURE DESIGNCRITEm:PER THE2007CBC C WIND CONDITIONS. 1.ALLOWABLESOIL BEARINGPRESSURE=15COPSF Z.ALLOWABLE LATERAL PASSIVE PRES5URE=150 PLF 3.GROUTSTRENGTH=2WO M @ 28 DAYS. 4.REINFORCING STEEL:GRADE 60. 5.SEISMIC-SEECHARTBELOW. 6.1500 PSI MASONRY COMPRESSION STRENGTH. NOTES' 1.C7NCREMBLOCKS'MU.CONFORM TOASTM C90.ORCOSTD. PRECAST CAP PRECISION,SPUTFACE,SLUMPED,OR WEDGELOLXBLOOCMAYBE USED 2.CONCRETEFOR FOOTTNGSI4 U.BEI PARTCEMSVTT02-1/2 24'SO. PILASTER - SEE PARTS54ND TO 3-1/2 PARTS GRAVEL WE7HA M UNUMOFI-112 DETAIL j ELOW GALLONS OF WATER PER SACC PORTLAND C2WENTSHALL FONFORI TO ASTM C 150 TYPE V.R=2500 PSI 3.REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO A57MA 615 GRAOE60.PROVIDE48 BAR DIAMETER LAP. 4.REHM SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN (4) 14 VE TT DROP-IN BARS W/BCHITI510G7ED. ®EA. CC RNER CELL 5.CONCRETEBLOCKSHALL BELTYEDINA RUNNINGBOND PATTERN WITH VER77CiL CONT7NUITYOF THE CELLS UNO. 13 77ES 024- O/C 6.ALL BLOCK CELL CONTAINING VERTICAL REBAR SHALL BESOLID GROUTED. X 7.USEOBPTYPESMORTAR PROPOR7TONED USINGASIMC270.1 PARTCLTIENT TO 1/2 PARTLIME TO+1/2 PARTS DAMP,LOOSE SAND. 0 B.GROUT FOR CONCRMBLMPERASTM C476 TO BEI PART CEMENT TO PARTS SAND(GROUT-MAY CONTAIN 2 PAR733/8' PEA GRAVEL IF WEATHER CONDTTIONSAREFAVORABLEAND BLOC( UNOBSTRUCTED CELL SEE IS SUFFIQENT TO ALLOW GOOD GROUT ROW).WATER SHALL BEADDED 7O PRODUCE GOOD GROUTRDW W1THOUTSEGREG4770N OF THECONSTIVENTS 9.BLOCKSIEM MAYBE WET-SETS-1/2'IN71)THEFOOTING WHILE 7HECONOZETELS PLASTIC BLOCKSTEMMAYBEPLAOTO 70 EITHER EDGE OF THE TRENCH TYPEF0077NG EX7EN5/O INTO D W W/24'MIN. . ENTO CMU IO.FOOTING MUST BEPOURED ON OR INTO UNOZSNReED ®EA. COP VER CELL)33' NATURAL SOIL OR ON COMPACTED PILL WITHA MINIMUM COMPACIIONOF90%. 9' 11.FIRSFINSPECRON 1O BEAF779!FOOTING TRINCI[SARE Ilk READYFOR CONCRETEANDALL REQUIRED STEEL IS 77M M PLACE SECOND lN5PECTION TO BE WHEN THE REQUIRED VERM LISIN MACEAND THEBLOCC WALL LS READY70 GROUT. 2 EQUAL EQUAL 12 MAIOMOMCONTR0LIOINTSP4C7NG.'40'0/COR20'0/CIFTHE g WALL IS TO BESTUCCO COATED. ., i VOID AREA - DO NOT GRO ,NT c� N � • • JUL.2 2015 14 HORZ ®8 0/C E. . 24-SQ. DATE SQUARE F0077AIG MOTH 'W �n*for,Oran SEISMIC LOADING PER ASCE 7-05 SO. F0077NG MOTH 'W 13 TIES�"u®ttt'Z�,•9"o7e SECTION 15.4.lb 1'4 VERT®EA CAMPOn U1Q 6'-8' 7'-4' B'-B' ONE SEC. ACCELERATION = .70 8816 SPLIT FACE CMU - BLOCK THEREFORE, Cs = .24W 2'-6' 2'-9' 3'-0" CELLS TO BE SOLID GROUTED ONLY. ONE SEC ACCELERATION = 1.00 2• 9• 3=0' 3'-6' THEREFORE, Cs = .30W